Cast-In-Place Concrete Pipe System
Abstract
A cast-in-place concrete pipe system comprising at least one outer barrel, at least one inner barrel, at least one reinforcement dowel used to create a reinforcement cage, at least one reinforcement wall separator, at least one coupling ring, at least one fill port, one or more barrel support stands and a concrete mixture that is poured into the fill port to reside in the space between the outer barrel and the inner barrel. The cast-in-place concrete pipe system is designed to create a single pipe unit which is chemically resistant and configurable to numerous underground pipe, manhole and utility system needs.
Claims
exact text as granted — not AI-modifiedWhat is claimed is:
1 . A cast-in-place concrete pipe system comprising:
a. at least one outer barrel; b. at least one inner barrel; c. at least one joint dowel; d. at least one reinforcement wall separator ring; e. at least one coupling ring; f. at least one crown fill port; g. one or more barrel support stands; and h. a concrete mixture that is poured into the said at least one fill port and between the outer and inner barrels.
2 . The cast-in-place concrete pipe system of claim 1 wherein the at least one outer barrel is connected to the at least one inner barrel by the at least one reinforcement wall separator ring which is welded to said outer barrel and said inner barrel.
3 . The cast-in-place concrete pipe system of claim 1 wherein the at least one outer barrel, the at least one inner barrel and the at least one reinforcement wall separator ring connect in such a manner so as to have apertures for the concrete mixture to form a contiguous structure.
4 . The cast-in-place concrete pipe system of claim 1 wherein the at least one outer barrel, the at least one inner barrel, the at least one reinforcement wall separator, the at least one coupling ring, and the one or more stabilizing fins are made of a plastic such as High Density Polyethylene (HDPE).
5 . The cast-in-place concrete pipe system of claim 1 wherein the at least one dowel is made of a high tensile strength material such as steel or carbon fiber.
6 . The cast-in-place concrete pipe system of claim 1 wherein the at least one joint dowel is used to create a reinforcement cage.
7 . The cast-in-place concrete pipe system of claim 5 wherein the at least joint dowel creates a helical shaped reinforcement cage.
8 . The cast-in-place concrete pipe system of claim 5 wherein the at least one joint dowel creates a cylindrical shaped reinforcement cage.
9 . The cast-in-place concrete pipe system of claim 1 wherein the at least one reinforcement wall separator connects and evenly separates the at least one outer barrel to the at least one inner barrel and the at least one joint dowel threads through the at least one reinforcement wall separator so as to create a fixed reinforcement cage between the at least one outer barrel and the at least one inner barrel.
10 . The cast-in-place concrete pipe system of claim 1 wherein the at least one joint dowel threads through the at least one reinforcement wall separator and is supported by one or more bar support saddles.
11 . The cast-in-place concrete pipe system of claim 1 wherein the at least one coupling ring, the at least one reinforcement wall separator, and the at least one reinforcement dowel can be configured to couple with the at least one outer barrel and the at least one inner barrel of other cast-in-place pipe system components.
12 . The cast-in-place concrete pipe system of claim 1 wherein the components of the said cast-in-place concrete pipe system are configurable to couple with existing manhole components, cast-in-place manhole components, existing plastic pipe systems and/or existing concrete pipe systems.
13 . A cast-in-place concrete pipe system comprising:
a. at least one plastic outer barrel; b. at least one plastic inner barrel; c. at least one steel reinforcement cage; d. at least one reinforcement wall separator ring; e. at least one coupling ring; f. at least one fill port which runs along the uppermost portion of the said outer barrel; g. one or more barrel support stands; and h. a concrete mixture that is poured into the said fill port and between the outer and inner barrels.
14 . The cast-in-place concrete pipe system of claim 13 wherein the at least one steel reinforcement cage has one or more reinforcement wall separators which connects the at least one outer barrel to the at least one inner barrel and the at least one reinforcement cage threads through the at least one reinforcement wall separator so as to create a fixed reinforcement cage between the at least one outer barrel and the at least one inner barrel.
15 . The cast-in-place concrete pipe system of claim 13 wherein the at least one steel reinforcement cage is cylindrically shaped.
16 . The cast-in-place concrete pipe system of claim 13 wherein the at least one outer barrel is connected to the at least one inner barrel by the at least one reinforcement wall separator which is spaced apart and welded to said outer barrel and said inner barrel.
17 . The cast-in-place concrete pipe system of claim 13 wherein the at least one outer barrel, the at least one inner barrel and the at least one reinforcement wall separator ring connect in such a manner so as to have apertures for the concrete mixture to form a contiguous structure.
18 . The cast-in-place concrete pipe system of claim 1 wherein the at least one coupling ring, the at least one reinforcement wall separator, and the at least one reinforcement dowel can be configured to couple with the at least one outer barrel and the at least one inner barrel of other cast-in-place pipe system components.
19 . The cast-in-place concrete pipe system of claim 13 wherein the components of the said cast-in-place concrete pipe system are configurable to couple with existing manhole components, cast-in-place manhole components, existing plastic pipe systems and/or existing concrete pipe systems.
20 . A method of producing cast-in-place concrete pipe system consisting of at least one outer barrel, at least one inner barrel, at least one reinforcement cage, at least one outer coupler, at least one inner coupler, at least one fill port, one or more stabilizing fins, and a concrete mixture that is poured into the fill port and between the outer and inner barrels; said method comprising the steps of:
a. submitting drawings to a central facility; b. preparing the plastic forms; c. preparing the reinforcement cage; d. transporting the plastic forms and reinforcement cage to a construction site; e. assembling and configuring the plastic forms; f. placing the plastic forms in an excavated site; g. fitting and connecting couplers; h. pouring a concrete mixture into the plastic forms; i. allowing the concrete mixture to cure; and j. burying the filled forms.Join the waitlist — get patent alerts
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